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Wood logistics in Sweden Forest Road planning, development in transport and wood flow 2008-09-26
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Outline Forest Road planning Diesel consumption One Pile More CTI FlowOpt RuttOpt
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Better planning?
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Less storage?
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VägRust Aim –To develop a decision support system for identifying the most cost effective road investments Collaboration project –Skogforsk –Linköping university –Stora Enso, Sveaskog, SCA, Holmenskog
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VägRust System for planning of road maintenance GIS and optimization model Road information, costs and cutting plan for 10 years Which roads should be upgraded to secure delivery of raw material while minimizing costs?
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Data Planned cutting (stand information) –Geography –Volume per assortments Road information –Accessibility –Link length Mill demand –Divided in four periods which corresponds to the accessibility Costs –Upgrading –Transportation
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Present situation Finishing part one –Prototype developed for ArcMap –Optimization model developed –Two case studies carried out Important experiences for the future Take off for part two –New application and furhter development of the optimization model
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Case study II
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Road information from NVDB –Quality check together with road manager –Roads closed during spring thaw Stand data from Holmen Skog –Cutting in two five year periods –Thinning and clearcutting –Totally 4853 stands –Yield calculation for volume per stand –Assortments timber (pine and spruce) pulp wood (conifer and birch) –Aproximately 2,5 million m3fub
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Case study II Mills and their demand –6 mills –Demand over one year divided into accessibility classes If the thawing period is 6 weeks, the demand during that period is 6/52 of the year demand Cost for upgrading –Standard cost for the whole area –Cost for upgrading from one class to another Sensitivity analysis –Variation of thawing period
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Case study II Lack of volume in the starting point The task is to find the road investments which can free that volume to the lowest cost.
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Case study II Suggestions of upgrading (meters) 4 weeks6 weeks8 weeks B – A45 04554 730 C – A34 208 Sum45 07954 76454 938
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Case study II
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Costs (SEK) 4 weeks6 weeks8 weeks B – A1 892 1192 279 679 C – A1 877 11 477 Sum1 893 9962 281 5562 291 112 Alternative cost6 838 05510 548 05514 258 160 4 weeks6 weeks8 weeks Cost/m39,77,65,6 Marginal cost-3,60,1
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Conclusion from case studies The model give us reliable answers –The results give a hint of how costs for upgrading and stock keeping can be reduced compared with todays costs Very time consuming analyses Accurate road information is very important –Accessibility class on private roads –Shutting of public roads More detailed upgrading costs Sensitivity analyses very important Include stand accessiblity in optimization model?
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Further development Connection to SNVDB –Route calculation Alternative routes? Connection to Heureka New application –Not connected to ArcMap –Faster –Better visualisation –More detailed costs for upgrading (distance to gravel pit) New optimization model –Include stand accessibility? –Include present value of the stands Time schedule –Q4 2008
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Diesel consumption
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It is possible to decrease CO 2 and diesel with 40% to year 2020 Diesel consumption 0 1 2 3 4 5 6 19851995200520152020 År l/m³s 5,4 3,7 2,5 1,7 0,8 2,1 90 ton Hybrid technique Future steps - New fuels DME within 10 years -More efficient engines -Hybrid technique -New machine systems -ECO driving -Larger machines -One more pile -Better logistics Larger loading capacity for forwarders Hydrostatic transmission Single grip harvester GVW of trucks increased from 51 ton to 60 ton between 1990-95 1985 to 2005 30% decrease
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Diesel – heavy expenses Today In the forest –1,7 l/m³s –15-20% (of total cost) On the road –2 l/m³s –40 % (of total cost) New systems: 20-40% reduction Hybrid technique: large potential El-Forest = 3,14 l/h (7 l for a 14 tons forwarder) ”The beast” The harvarder El-Forest
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One pile more 1.A dolly with a turn-table is attached to the roundwood haulage truck. 2.A link with another turn- table is attached to the dolly. 3.A semi-trailer is attached to the link. 4.The ”OPM-vehicle” is now 30 m long and has a gross weight of 90 ton. The axle load is only 8–9 ton, due to the weight is distributed to 11 axles. 1 2 3 4
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High tire pressure concentrates vehicle weight to a small contact surface area. Reducing tire pressure creates a longer footprint and distributes the weight over a larger area.
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Forestry
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Demonstrated Results High PressureLow Pressure
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FlowOpt
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Wood supply - FlowOpt Allocation Back haulage Combination of truck and train Timber exchange between companies Planning over several time periods
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Optimized wood supply with truck and train
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SNVDB Database Excel Supply Demand Costs Constraints etc. Application Optimization Generate road network -Node snapping -Distance calculation -Maps -Editing -Generate files for optimization Reports
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Distances – Route calculation Critical for all types of transportation analyses SNVDB (Skogens Nationella VägDataBas) –Copy of NVDB –Resistance
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Results Maps –Catchments areas –Truck and train transportation Excel/Access reports –Costs and savings –Average transport distance –Volume transported (truck, train, back haulage etc.) –Transport work –Effects on the environment –Etc.
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Timber exchange
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Combination of truck and train Only trucksTruck and train
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Wood flow maps
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RuttOpt
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When? Where? How? Where to?
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Decision support system: RuttOpt GIS - program Database Road database NVDB Optimization application Presentation Supply Trucks Home bases Change of drivers Time windows Demand
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Driving times – real and RuttOpt
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Gantt schedule for a day
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Case Holmen Skog 12 trucks logged by Holmen Skog during three days in June 2004 Case 1 –Schedule/routes for one day Case 2 –Schedule/routes for three days
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Results Holmen Skog - annual cost for truck transports:100 MSEK
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Knowledge of ”home area” Professional skill IT-support DSS Transport management
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Logistic challenges Lean Agile Green
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